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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />100 <br />Particle Size Distribution Report <br />C C <br />co <br />M <br />10 <br />y O # <br />t ' <br />7 <br />GRAIN SIZE - mm. <br />0 O <br />0 0O <br />0.1 0.01 <br />Select Structural Fill <br />0.001 <br />+3" <br />0.0 <br />Gravel <br />Coarse Fine Coarse <br />31.5 42.5 9.2 <br />% Sand <br />Medium <br />9.2 <br />Fine <br />3.6 <br />Silt <br />% Fines <br />4.0 <br />Clay <br />SIEVE PERCENT <br />SIZE FINER <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />97.7 <br />84.5 <br />68.5 <br />50.2 <br />41.3 <br />26.0 <br />16.8 <br />10.6 <br />7.6 <br />6.6 <br />5.0 <br />4.0 <br />SPEC. PASS? <br />PERCENT (X =NO) <br />Select Structural Fill <br />Location: Geocell Infill <br />Sample Number: P- SSF -4 -R <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Material Description <br />Brown well - graded gravel with sand <br />PL= NP <br />D90= 28.7447 <br />D50= 12.6193 <br />D10= 0.7616 <br />USCS= GW <br />Natural Moisture = <br />Atterberq Limits <br />LL= NP <br />PI= NP <br />Coefficients <br />D85= 25.6607 <br />D30= 5.9468 <br />C 21.14 <br />Classification <br />AASHTO= A -1 -a <br />6.0% <br />Remarks <br />D60= 16.0996 <br />D15= 1.5852 <br />C 2.88 <br />Client: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Project No: 84201125E0.A600 <br />Date: 7/11/2012 <br />Figure P- SSF -4 -R <br />Tested By: BM <br />Checked By: JDH <br />